张洪亮,许金良,郭荣庆.重载沥青路面基于实测荷载图式的轴载换算研究［J］.武汉理工大学学报:交通科学与工程版,2009,34(1):110-113．ZHANG Hongliang,XU Jinliang,GUO Rongqing.AxleLoad Conversion Formula for Asphalt Pavement underHeavy-load Based on Load Figures Tested ［J］.Journal ofWuhan University of Technology:Transportation Science ＆Engineering Edition,2009,34(1):110-113．
[2]
胡朋,潘晓东.考虑动荷载影响的当量轴载换算理论分析［J］.哈尔滨工业大学学报,2011,43(6):91-95．HU Peng,PAN Xiaodong.Equivalent Standard Axle LoadConversion in Theory Considering Dynamic Load ［J］．Journal of Harbin Institute of Technology,2011,43(6):91-95．
[3]
张丽娟,王端宜.重载交通设计累计标准轴次预测［J］.中南公路工程.2004,29(4):145-148．ZHANG Lijuan,WANG Duanyi.Prediction of DesignAccumulated Applications of Standard Axle Load of HeavyTraffic Loads ［J］.Journal of Central South HighwayEngineering,2004,29(4):145-148．
[4]
张志祥.长寿命沥青路面设计与试验研究［D］.南京:东南大学,2009．ZHANG Zhixiang.Study on Design and Test of Long-lifeAsphalt Pavement ［D］.Nanjing:Southeast University,2009．
[5]
AASHTO.Guide for Mechanistic-empirical Design of Newand Rehabilitated Pavement Structures ［R］.Washington,D.C．:AASHTO,2004．
[6]
赵延庆,王家杰,何昌轩,等.利用轴载谱确定高速公路沥青路面当量轴载换算系数［J］.重庆交通大学学报:自然科学版,2008,27(5):736-739．ZHAO Yanqing,WANG Jiajie,HE Changxuan,et al．Determination of Equivalent Axle Load Factors for AsphaltExpressways Using Load Spectra ［J］.Journal ofChongqing Jiaotong University:Natural Science Edition,2008,27(5):736-739．
[7]
贾海庆,辛星,高雪池,等.动态称重系统数据采集及分析［J］.公路交通科技,2010,27(6):138-142．JIA Haiqing, XIN Xing, GAO Xuechi, et al.DataCollection and Analysis by Using Weigh-in-motion ［J］．Journal of Highway and Transportation Research andDevelopment,2010,27(6):138-142．
[8]
YANG Y,WEI J,LIN W,et al.Binzhou PerpetualPavement Test Road Dynamic Response of Pavement underVery Heavy Loads ［J］.International Journal of RoadMaterials and Pavement Design,2009(10):151-166．
[9]
张洪亮,许金良,郭荣庆.重载沥青路面基于实测荷载图式的轴载换算研究［J］.武汉理工大学学报:交通科学与工程版,2009,34(1):110-113．ZHANG Hongliang,XU Jinliang,GUO Rongqing.AxleLoad Conversion Formula for Asphalt Pavement underHeavy-load Based on Load Figures Tested ［J］.Journal ofWuhan University of Technology:Transportation Science ＆Engineering Edition,2009,34(1):110-113．
[10]
胡朋,潘晓东.考虑动荷载影响的当量轴载换算理论分析［J］.哈尔滨工业大学学报,2011,43(6):91-95．HU Peng,PAN Xiaodong.Equivalent Standard Axle LoadConversion in Theory Considering Dynamic Load ［J］．Journal of Harbin Institute of Technology,2011,43(6):91-95．
[11]
张丽娟,王端宜.重载交通设计累计标准轴次预测［J］.中南公路工程.2004,29(4):145-148．ZHANG Lijuan,WANG Duanyi.Prediction of DesignAccumulated Applications of Standard Axle Load of HeavyTraffic Loads ［J］.Journal of Central South HighwayEngineering,2004,29(4):145-148．
[12]
张志祥.长寿命沥青路面设计与试验研究［D］.南京:东南大学,2009．ZHANG Zhixiang.Study on Design and Test of Long-lifeAsphalt Pavement ［D］.Nanjing:Southeast University,2009．
[13]
AASHTO.Guide for Mechanistic-empirical Design of Newand Rehabilitated Pavement Structures ［R］.Washington,D.C．:AASHTO,2004．
[14]
赵延庆,王家杰,何昌轩,等.利用轴载谱确定高速公路沥青路面当量轴载换算系数［J］.重庆交通大学学报:自然科学版,2008,27(5):736-739．ZHAO Yanqing,WANG Jiajie,HE Changxuan,et al．Determination of Equivalent Axle Load Factors for AsphaltExpressways Using Load Spectra ［J］.Journal ofChongqing Jiaotong University:Natural Science Edition,2008,27(5):736-739．
[15]
贾海庆,辛星,高雪池,等.动态称重系统数据采集及分析［J］.公路交通科技,2010,27(6):138-142．JIA Haiqing, XIN Xing, GAO Xuechi, et al.DataCollection and Analysis by Using Weigh-in-motion ［J］．Journal of Highway and Transportation Research andDevelopment,2010,27(6):138-142．
[16]
YANG Y,WEI J,LIN W,et al.Binzhou PerpetualPavement Test Road Dynamic Response of Pavement underVery Heavy Loads ［J］.International Journal of RoadMaterials and Pavement Design,2009(10):151-166．2006,23(3):35-39．
[17]
李海军,黄晓明.重载条件下沥青路面按弯沉等效的轴载换算［J］.公路交通科技.2004,21(7):5-8．LI Haijun,HUANG Xiaoming.Axle Load ConversionFormula Based on Deflection Equivalent for Semi-rigidBase Asphalt Pavement under Heavy-load ［J］.Journal ofHighway and Transportation Research and Development,2004,21(7):5-8．
[18]
JTG D50—2006,公路沥青路面设计规范［S］ .JTG D50—2006,Specifications for Design of HighwayAsphalt Pavement ［S］．
[19]
陈忠达,武建民,冯明硕,等.沥青路面轴载换算季节修正系数［J］.长安大学学报:自然科学版,2003,23(6):1-3．CHEN Zhongda,WU Jianmin,FENG Mingshuo,et al．Season-correcting Coefficient of Axle Load Conversion forAsphalt Pavement ［J］.Journal of Chang'an University:Natural Science Edition,2003,23(6):1-3．
[20]
陈少幸,虞将苗,任伟新,等.基于疲劳等效的柔性基层沥青路面轴载换算研究［J］.武汉理工大学学报:交通科学与工程版.2010,34(4):762-768．CHEN Shaoxing,YU Jiangmiao,REN Weixin,et al．Study on Axle Load Conversion of Flexible BasementAsphalt Based on Fatigue Equivalent ［J］.Journal ofWuhan University of Technology:Transportation Science ＆Engineering Edition,2010,34(4):762-768．
[21]
元松.基于应力强度因子的面层反射裂缝轴载换算方法研究［J］.公路交通科技,2010,27(9):1-7．YUAN Song.Study of Axle Load Conversion for Pavementwith Reflective Crack Based on Stress Intensify Factor［J］.Journal of Highway and Transportation Research andDevelopment,2010,27(9):1-7．
[22]
颜利,周晓青,李宇峙,等.基于直道足尺车辙试验的沥青路面重载轴载换算方法研究［J］.公路交通科技,2006,23(3):35-39．YAN Li,ZHOU Xiaoqing,LI Yuzhi,et al.Research onHeavy-load Axle Conversion for Asphalt Pavement Basedon Rutting Test on Full Scale Linear Track ［J］.Journalof Highway and Transportation Research and Development,2006,23(3):35-39．
[23]
李海军,黄晓明.重载条件下沥青路面按弯沉等效的轴载换算［J］.公路交通科技.2004,21(7):5-8．LI Haijun,HUANG Xiaoming.Axle Load ConversionFormula Based on Deflection Equivalent for Semi-rigidBase Asphalt Pavement under Heavy-load ［J］.Journal ofHighway and Transportation Research and Development,2004,21(7):5-8．
